16-A0295
® Streibert Associates - Architects
Second Fl. Ceiling
Second Floor
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60
First Floor
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STREIBERT ASSOCIATES Architects Three Bedroom Cape
15 Linden Tree Lane 36 Bent Bluff Lane
Chatham, Massachusetts 02633 508-945-1459 Yarmouth Port, MA 02675
Front Elevation
Northwest
nd Fl. Ceilin
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Second Floor
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1602 Elevations 1
Scale: 1/4" = 1'- 0"
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1602 Elevations 1
Scale: 1/4" = 1'- 0"
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Right Side Elevation
Southwest
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STREIBERT ASSOCIATES Architects Three Bedroom Cape
15 Linden Tree Lane 36 Bent Bluff Lane
Chatham, Massachusetts 02633 508-945-1459 Yarmouth Port, MA 02675
Southeast
FEB 2 4 2016
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1602
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LEGEND-
99
EGEND99 — EXISTING CONTOUR
X 991 EXIST. SPOT ELEV.
—[99]— PROPOSED CONTOUR
198.4) PROPOSED SPOT EL.
TH1
TEST HOLE
2� SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM DESIGN:
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
MA
DATE BOARD OF HEALTH
TEST HOLE LOGS
ENGINEER: CRAIG J.
FERRARI, SE #13871
WITNESS: AMY VON
HONE,
RS
DATE: 1/13/2016
a
0
FRONT SETBACK
PERC. RATE _ <
5 MIN/INCH
Mill
CLASS I SOILS
Pond
ELEV.
4
20'
ELEV.
4
0" 26'
011
28'
O/A
P
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0/A
LS
OWNER OF
LS
10YR 3/2
/
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10YR 3/2
7"
8"
B
B
LS
Whites Path
LS
20" 10YR 5/6 24.3'
36"
10YR 5/6 25,
C C
PERC
LS MIS
1OYR 6/3 1OYR 7/4
132" L 15' 132" L�
NO GROUNDWATER ENCOUNTERED
LICE #16-053
17'
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
OP FOUND. EL. 30.0 FILTER FABRIC OVER STONE
28.0' MINIMUM .75' OF COVER OVER PRECAST
H-10 NOTE.' 2" MIN. WALL
PRECASTRISERS H-1 THICKNESS REQUIRED
2•0 4"4SCH40 PVC
PIPES LEVEL 1ST 2'
� '� 6" MIN. SUMP 4-
12" MIN. INT. DIM. ENDS
*24.2'
23.85' TEE 1500 (A H -1Q TEE 23 60' E
0 0 0 0
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 26.5'-25
BLOCKS OR
MORTAR ALL PRECAST RISERS
COMPONENTS H-20
(TYP.) INVS EL, 22.7 4'S
SIDES
Imm ®mmO IO —PJm
SEPTIC TANK .. o , ° °°°° ° mOO®®CILJLJL'JII]m
a' uQ. LEVEL 000°ogaoe000, WATERIEST D'BOX o o ° B °° OOOmmmmmm®m®®®®®®��®® ° ,00
GAS BAFFLE ;; _�°� 4000000 000, FOR LEVELNESS ,°°°°°°°° o o o o
ACME OR EQUAL o' ®®�®®mmmm®�®0�� 000°000°o
22.97' 22.80' ° °°°°° 20.7
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000.,o. o 0 Goo. ".0 0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2])
( 2_5 % SLOPE)
FOUNDATION— 14' — SEPTIC TANK
(-2--% SLOPE) (—!—% SLOPE)
7' D' BOX 12' —
LEACHING
FACILITY
15.0' BOTTOM TH-1
NO GROUNDWATER FOUND
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0
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PERMIT SET – NOT FOR CONSTRUCTION
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM M SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. WETLAND FLAGGED BY BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING.
13. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 117 PARCEL 5
PORTION OF LOCUS IS WITHIN FEMA FLOOD
ZONE X (0.2 PCT CHANCE FLOOD HAZARD)
AS SHOWN ON COMMUNITY PANEL
#25001CO579J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
Re6P
150'
a
0
FRONT SETBACK
30'
MIN.
Mill
20'
Pond
REAR SETBACK
20'
MAX.
Road
25%
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Stoney Hill Roc
P
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Locus
DISTRICT
OWNER OF
/ P
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R
Whites Path
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 117 PARCEL 5
PORTION OF LOCUS IS WITHIN FEMA FLOOD
ZONE X (0.2 PCT CHANCE FLOOD HAZARD)
AS SHOWN ON COMMUNITY PANEL
#25001CO579J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE
25%
SITE
IS LOCATED WITHIN
THE AQUIFER
PROTECTION OVERLAY
DISTRICT
OWNER OF
RECORD
Z _i3 -1(.
DATE
DANIEL A. OJALA, P.E., P.L.S.
KENNETH S HOLLINGSWORTH
150 STERLING DR
FRANKLIN, NH 03235
REFERENCES
DEED BOOK 3965 PAGE 181
PLAN BOOK 339 PAGE 87
OF
#36 EC -03, ENT r1=31LUFF LANE
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PREPARED FOR
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DATE: FEB. 23, 2016
Scale:1 "= 20'
0 10 20 30 40 50 FEET
I off 508-362-4541
fax 508-362-9880
downccpe.com
dorm cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
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FEB 2 4 2016
YARMOUTH
OLD KIMG'S HIGHWAY
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15-354 HOLLINGSWORTH.DWG
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